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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.9 LAdmitted-Finance | -6.25% | ₹14.9 L | L1 | Admitted-Finance |
| 2 | L2₹15.9 L+₹98,219.66 (6.57%)Admitted-Finance | -0.09% | ₹15.9 L+₹98,219.66 (6.57%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹18.9 L
EMD Value
₹37,760
Closing Date
13 Aug 2026, 11:00 amClosed
SE CIVIL RVPNL JAIPUR
R.C. SHARMA, AMRIT LAL MEENA, GORISHANKAR, MADHURI
Construction of Guard Hut ,Parking Shed alongwith approach path at 132 KV GIS Pratap Nagar, Jaipur
2026_RRVPN_582366_1
RVPNL/SE/CIVIL/JPR/NIT13/2026
Open Tender
Civil Works
Percentage
180 days
PRATAP NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
ACCOUNTS OFFICER TAND C RRVPNL JAIPUR CITY
₹37,760
Yes
20 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B-1/1.8 Earth work in excavation by mechanical means Hydraulic excavator/manual means in found trenches or drains not exceeding 1.5 M in width or 10 Sqm on plan including dressing of sides and ramming of bottom lift upto 1.5 Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. All kind of soils. | - | Cum | 178 | - |
| 2 | B-3/3.1.6 P&L in position Cement Concrete including Curing compaction etc. of specified Grade Excl. the cost of Centering & Shuttering all works up to Plinth level 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | - | Cum | 3,962 | - |
| 3 | B-6/6.1.6 Random Rubble stone masonry with hard stone in Foundation and plinth in Cement Sand Mortar 1:6 (1 cement:6 sand) above 30 CM thick walls. | - | Cum | 3,406 | - |
| 4 | B-5/5.2.2 Brick work with F.P.S brick of class designation 75 in Super Structure above Plinth Level up to floor V level In all shapes and size in CM 1:6 ( 1 cement : 6 coarse sand) | - | Cum | 5,988 | - |
| 5 | B-5/5.8.3 Half brick masonry Super Structure above Plinth Level up to floor V level using bricks of designation 75 in CM 1:6 ( 1 cement : 6 sand ). | - | Sqm | 564 | - |
| 6 | B-4/4.1 Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | - | Cum | 5,921 | - |
| 7 | B-4/4.3 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix | - | Cum | 6,222 | - |
| 8 | B-4/4.13.3
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo Mechanically treated bars bars (IS : 1139). | - | Kg | 82 | - |
| 9 | B-4/4.9 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc. | - | Sqm | 173 | - |
| 10 | B-4/4.10.2 Centring & Shuttering with plywood or steel sheets including strutting propping bracing both ways with steel props and removal of formwork for up to floor five level for: Suspended floor, roofs, landings, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills,chajjas, lintel beams, plinth beam etc. | - | Sqm | 374 | - |
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